Classifications

• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
  • C04B24/24—Macromolecular compounds
  • C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
  • C04B24/2641—Polyacrylates; Polymethacrylates
  • C04B24/2647—Polyacrylates; Polymethacrylates containing polyether side chains
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
  • C04B24/24—Macromolecular compounds
  • C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
  • C04B24/2664—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds of ethylenically unsaturated dicarboxylic acid polymers, e.g. maleic anhydride copolymers
  • C04B24/267—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds of ethylenically unsaturated dicarboxylic acid polymers, e.g. maleic anhydride copolymers containing polyether side chains
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
  • C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
  • C04B28/04—Portland cements
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
  • C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
  • C04B2103/308—Slump-loss preventing agents
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
  • C04B2103/40—Surface-active agents, dispersants
  • C04B2103/408—Dispersants
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
  • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
  • C04B2111/00482—Coating or impregnation materials
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
  • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
  • C04B2111/00637—Uses not provided for elsewhere in C04B2111/00 as glue or binder for uniting building or structural materials
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
  • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
  • C04B2111/00793—Uses not provided for elsewhere in C04B2111/00 as filters or diaphragms
  • C04B2111/00801—Membranes; Diaphragms
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
  • C04B2111/20—Resistance against chemical, physical or biological attack
  • C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
  • C04B2111/60—Flooring materials

Definitions

• the present invention relates to copolymers comprising at least structural motives of two polyethers of different chain length as well as carboxylates.
• the present invention also relates to the use of such copolymers as plasticizers for mineral binder compositions.
• copolymers of the present invention have been found to yield a high initial slump flow of mineral binder compositions and to retain a high slump flow thereof over longer periods of time.
• Copolymers of polycarboxylic acid and alkoxylated, ethylenically unsaturated alcohols are known for many years as dispersion aids for aqueous dispersions, especially for aqueous dispersions of mineral binders. Such copolymers are frequently being called polycarboxylate ethers (PCE).
• PCE act as superplasticizers and reduce the water needed to achieve a certain level of fluidity of a given uncured mineral binder composition. A reduction of water in mineral binder compositions, especially in cementitious compositions, is desirable as it leads to less segregation of solid components in the uncured composition and to an increased compressive strength of the cured composition.
• WO 2016/074984 (BASF SE ) teaches PCE which are copolymers having polyether side chains of different length where one side chain is short (5 - 35 alkylene oxide repeating units) and the other side chain significantly longer (45 - 150 alkylene oxide repeating units).
• WO2016/074984 is concerned with copolymers derived from alkoxylated hydroxybutylvinyl ether monomers.
• PCE which are copolymers comprising two different alkenyl polyethers and their production, the copolymers being derived from mixtures of ethoxylated methallyl alcohol and ethoxylated isoprenyl alcohol. Additionally, the number of repeating units of the copolymer's side chains is 32 - 44 where units derived from ethoxylated methallyl alcohol are present and is 52 - 62 where units derived from ethoxylated isoprenyl alcohol are present.
• PCE-type copolymers described in the prior art are not in all cases the best choice as plasticizers for mineral binder composition.
• mineral binder compositions have a large variation in possible components. Different mineral binders used, different aggregates used, different mix ratios of components, etc. may require different copolymers as plasticizers. This is especially the case with the more widespread use of manufactured sand and high alkali concrete.
• Another reason is that many PCE-type copolymers lead to a reduction in the development of compressive strength and even to a lower final compressive strength of cured mineral binder compositions. Lower compressive strength is normally not desired. There is thus a constant need for improved PCE-type copolymers to influence the water demand and/or the rheology of mineral binder compositions.
• PCE-type copolymers suitable as superplasticizers for mineral binder compositions, especially for cementitious binder compositions.
• the PCE-type copolymers are suitable as superplasticizers for mineral binder compositions, especially for cementitious binder compositions.
• copolymers as claimed in claim 1 can solve one or more of these objectives.
• copolymers derived from a combination of alkoxylated, ethylenically unsaturated alcohols with medium chain length (20 - 60 alkylene oxide repeating units) and of alkoxylated, ethylenically unsaturated alcohols with long chain length (65 - 150 alkylene oxide repeating units) leads to high initial slump flow, good retention of slump flow over time, and increased compressive strength.
• the ethylenically unsaturated alcohol with medium degree of alkoxylation (20 - 60 repeating units) is selected from vinyl alcohol, vinyl-4-hydroxybutyl alcohol, (meth)allyl alcohol, or isoprenyl alcohol and where the ethylenically unsaturated alcohol with high degree of alkoxylation (65 - 150 repeating units) is selected from vinyl alcohol or vinyl-4-hydroxybutyl alcohol.
• the present invention relates to a copolymer in particular a dispersant for mineral binders, comprising or consisting of
• a copolymer of the present invention may be obtained by copolymerization of
• Suitable methods for the manufacture of copolymers of the present invention by copolymerization are known to the person skilled in the art.
• the copolymerization is a process of radical polymerization of the different monomers.
• Suitable conditions for a process of radical polymerization are for example described in example 1-1 of EP 1103570 (Nippon Shokubai Chem Ind ) or in example 1 of WO 2012/084954 (Sika Technology AG ).
• other methods of radical polymerization are likewise suitable.
• copolymerization is carried out in the presence of an initiator for free radical polymerization at a reaction temperature of between 10°C and 50°C, preferably 15°C and 35°C.
• an initiator for free radical poldymerization or "free radical initiator” in the present document is defined as a compound as described as an initiator in CD Rompp Chemie Lexikon, 9th edition, version 1.0, Georg Thieme Verlag, Stuttgart 1995 , which is suitable for free radical polymerization.
• the copolymerization is carried out in the presence of a mixture of iron(II) sulfate, hypophosphite, hydrogen peroxide, and sodium hydroxymethane sulfinate.
• Copolymers of the present invention can be statistical copolymers or have a block-wise or gradient arrangement of the monomers.
• Monomeric units A of the general formula (I) preferably are derived from ethoxylated, propoxylated, and/or butoxylated vinyl alcohol, allyl alcohol, methallyl alcohol, isoprenyl alcohol, and 4-hydroxybutylvinyl ether. It is possible that monomeric units of general formula (I) carry only ethylene oxide groups, or only propylene oxide groups, or only butylene oxide groups. It is likewise possible that monomeric units A of general formula (I) carry mixtures of ethylene oxide groups, propylene oxide groups, and/or butylene oxide groups, for example a mixture of ethylene oxide and propylene oxide groups or a mixture of ethylene oxide and butylene oxide groups.
• Suitable monomeric units B of the general formula (II) preferably are derived from ethoxylated, propoxylated, and/or butoxylated vinyl alcohol and 4-hydroxybutylvinyl ether. It is possible that monomeric units B of general formula (II) carry only ethylene oxide groups, or only propylene oxide groups, or only butylene oxide groups. It is likewise possible that monomeric units B of general formula (II) carry mixtures of ethylene oxide groups, propylene oxide groups, and/or butylene oxide groups, for example a mixture of ethylene oxide and propylene oxide groups or a mixture of ethylene oxide and butylene oxide groups.
• the alkylene groups A in general formulas (I) and (II) in at least 66 mol%, preferably in at least 75 mol%, more preferably in at least 90 mol%, especially in at least 99 mol%, are ethylene groups.
• monomeric units A of the general formula (I) are derived from ethoxylated vinyl alcohol or ethoxylated methallyl alcohol with a degree of ethoxylation of 40 - 60.
• monomeric units B of the general formula (II) are derived from ethoxylated vinyl alcohol or ethoxylated 4-hydroxybutylvinyl ether with a degree of ethoxylation of 120 - 140.
• Suitable monomeric units C of the general formula (III) are derived from acrylic acid and methacrylic acid and their salts of alkali metals, alkali earth metals, ammonium, or organic ammonium groups.
• suitable monomers Aa are ethoxylated, propoxylated, and/or butoxylated vinyl alcohol, allyl alcohol, methallyl alcohol, isoprenyl alcohol, and 4-hydroxybutylvinyl ether
• suitable monomers Bb are ethoxylated, propoxylated, and/or butoxylated vinyl alcohol and 4-hydroxybutylvinyl ether
• suitable monomers Cc are acrylic acid, methacrylic acid, and/or maleic acid and their salts of alkali metals, alkali earth metals, ammonium, or organic ammonium groups. It is, of course, also possible to use a mixture of two or more different acids as the monomers Cc.
• the monomers Cc are acrylic acid. According to further embodiments, the monomers Cc are methacrylic acid. According to further embodiments, the monomers Cc are maleic acid. According to further embodiments, the monomers Cc are a mixture of acrylic acid and methacrylic acid. According to further embodiments, the monomers Cc are a mixture of acrylic acid and maleic acid. According to further embodiments, the monomers Cc are a mixture of methacrylic acid and maleic acid. According to further embodiments, the monomers Cc are a mixture of acrylic acid, methacrylic acid, and maleic acid.
• molar ratios of monomeric units of structural formulae (I), (II), and (III) in a copolymer of the present invention can be expressed as molar ratio a : b : c.
• a shall mean the molar fraction of monomeric units A of structural formula (I)
• b shall mean the molar fraction of monomeric units B of structural formula (II)
• c shall mean the molar fraction of monomeric units C of structural formula (III).
• a copolymer of the present invention is characterized in that the molar ratio a : b : c is in the range of 0.01 - 0.9 : 0.9 - 0.01 : 1, preferably in the range of 0.04 - 0.5 : 0.5 - 0.06 : 1, especially in the range of 0.03 - 0.08 : 0.09 - 0.12 : 1.
• a copolymer of the present invention is characterized in that the ratio of monomeric units C relative to all monomeric units constituting the copolymer, is between 50 - 99 mol%, preferably is between 66 - 99 mol%, especially is between 75 - 99 mol%.
• the molar ratio of monomeric units A to monomeric units B is greater than 0.1, preferably is greater than 0.5, more preferably is greater than 1, especially is greater than 3.
• the molecular weight M w of a copolymer of the present invention can be measured by GPC using PEG as a standard and may be in the range of 5000 - 200000 g/mol, preferably 10000 - 150000 g/mol.
• copolymers of the present invention may comprise additional monomeric units, different from monomeric units A, B, or C.
• a copolymer of the present invention may additionally comprise monomeric units derived from monomers selected from esters of (meth)acrylic acid, especially hydroxyalkyl esters of (meth)acrylic acid such as 2-hydroxyethyl acrylate or 3-hydroxypropyl acrylate, (meth)acrylamide and its alkyl amides, 2-acrylamido-2-methylpropanesulfonic acid, alkylene phosphate or phosphonate, especially vinyl phosphate, N-vinylformamide, N-vinylacetamide, N-vinylpyrrolidone, N-vinylcaprolactame, (meth)alyyl alcohol, hydroxyvinylethylether, hydroxyvinylpropylether, , hydroxyvinylbutylether, 3-methyl-3-buten-1-ol, styrene, and/
• copolymers of the present invention are essentially free of any additional monomeric units besides monomeric units A, B, and C. It is especially preferred, that copolymers of the present invention consist of monomeric units A, B, and C.
• copolymers of the present invention are in the form of a dispersion or a solution in a liquid, preferably in water.
• Such dispersion or solution in a liquid, preferably in water can be obtained by copolymerization of the respective monomers directly in the liquid, preferably directly in water. It is also possible to disperse or dissolve copolymers of the present invention in a liquid, preferably in water, to obtain copolymer dispersions or solutions.
• copolymers of the present invention are in a solid state at 25°C and 1023 mbar.
• a solid state preferably is a free-flowing powder or flakes.
• Copolymers in a solid state can be especially useful, where such copolymers are to be mixed with other dry ingredients to form dry concrete or dry mortars. The shelf life of such dry concrete or dry mortar can be improved if the copolymer of the present invention is used therein in solid form.
• Means to produce copolymers of the present invention in solid form are not particularly limited and are known to the person skilled in the art per se. Such means include spray drying, oven drying, flaking, etc of dispersions or solutions of copolymers in a liquid.
• the present invention relates to the use of a copolymer as described above as an admixture in mineral binder compositions.
• a mineral binder composition within the present context is a composition comprising at least one mineral binder.
• Mineral binders especially are hydraulic binders (e.g. cement or hydraulic lime), latent hydraulic binders (e.g. slag), pozzolanic binders (e.g. fly ash, clays) or nonhydraulic binders (e.g. gypsum plaster or white lime).
• the mineral binder composition comprises a hydraulic binder, preferably cement.
• a hydraulic binder preferably cement.
• the cement is of the type CEM I, II, III, IV or V according to the standard EN 197-1 or a calcium aluminate cement according to the standard EN 14647:2006-01 or a calcium sulphoaluminate cement or a mixture thereof.
• a proportion of the hydraulic binder in the total mineral binder is advantageously at least 5% by weight, in particular at least 20% by weight, preferably at least 35% by weight, especially at least 65% by weight.
• the mineral binder consists to an extent of at least 95% by weight of a hydraulic binder, in particular cement clinker.
• the cement additionally contains up to 40 w%, preferably up to 35 w%, especially up to 20 w%, each based on the total dry weight of the cement, of a calcium sulfate.
• the calcium sulfate may be present in the form of calcium sulfate-hemihydrate, calcium sulfate-dihydrate and/or anhydrite.
• the mineral binder composition comprises other binders in addition to or instead of a hydraulic binder.
• binders in addition to or instead of a hydraulic binder.
• latent hydraulic binders and/or pozzolanic binders are, for example, slag, clays, especially calcined clays, fly ash, silica dust, silica fume, rice husk shale, burnt shale, trass, and pumice.
• the mineral binder contains 5-95% by weight, in particular 5-65% by weight, especially 15-35% by weight of latent hydraulic and/or pozzolanic binders, relative to the total dry weight of the mineral binder.
• the mineral binder composition of the present invention may also be based on calcium sulfate and/or lime as a mineral binder.
• Calcium sulfate is meant to encompass any of anhydrite, alpha- and beta-calcium sulfate hemihydrate, and/or calcium sulfate dihydrate.
• Lime is meant to encompass any of hydraulic lime, air lime, and/or natural hydraulic lime.
• Copolymers of the present invention are used in a mineral binder composition in an amount of 0.01 w% - 10 w%, preferably 0.1 - 2 w%, relative to the total weight of the mineral binder.
• the present invention thus also relates to a mineral binder composition
• a mineral binder composition comprising at least one mineral binder and 0.01 w% - 10 w%, preferably 0.1 - 2 w%, relative to the total weight of the mineral binder, of a copolymer as described above.
• a mineral binder composition of the present invention may also comprise further ingredients.
• such further ingredients are selected from at least one of aggregates, fillers, additives, and water.
• aggregate refers to mineral materials that are non-reactive in the hydration reaction of mineral binders.
• Aggregates can be any aggregate typically used for cementitious materials such as concrete, mortars, screeds, renders, grouts, coatings, putties or the like. Typical aggregates are for example rock, crushed stone, gravel, limestone, sand, recycled concrete, perlite or vermiculite.
• Fillers within the present context, are mineral additions of low particle size that have no cementitious properties. Typical fillers are finely ground calcium carbonates.
• Additives can be any additives typically used in the concrete or mortar industry. Typical additives include plasticizers, thickeners, retarders, air-entrainers, deaerating agents, corrosion inhibitors, fibers, expansion producing additives, pigments, strength enhancers, waterproofing additives, alkali-aggregate reaction inhibitors, chromate reducers, and/or anti-microbial agents.
• a mineral binder composition of the present invention is characterized in that it additionally comprises at least one of aggregates, fillers, additives, and water.
• Copolymers of the present invention have the effect of increasing the initial slump flow and/or retaining the slump flow of a mineral binder composition over long periods of time.
• Slump flow can be measured according to standard EN 12350-5.
• a mineral binder composition comprising an inventive copolymer is increased initially and/or is retained over longer periods of time as compared to the same mineral binder composition but comprising a polycarboxylate ether type copolymer that is not according to the invention.
• copolymers of the present invention are used as an admixture for mineral binder compositions to increase the initial slump flow and/or to increase the retention of slump flow over time.
• the present invention thus also relates to a method to increase the slump flow of a mineral binder composition, said method comprising the steps of
• mineral binder compositions of the present invention are not particularly limited. Typically, mineral binder compositions of the present invention can be used as a concrete, a mortar, a screed, a render, a plaster, a grout, an adhesive, a waterproofing membrane, an underlayment, or a water plug.
• the present invention also relates to the use of a mineral binder composition as described above as a concrete, a mortar, a screed, a render, a plaster, a grout, an adhesive, a waterproofing membrane, an underlayment, or a water plug.
• Mortars C1 - C2 and E1 - E4 were prepared by mixing 750n g of cement (CEM I 52.5R from Vigier), 141 g of limestone filler, 738 g of sand (0 - 1mm), 1107 g of sand (1 - 4 mm), and 1154 g of sand (4 - 8 mm) on a Hobart mixer at 25 °C for 1 minute dry. Then, the respective copolymer as indicated in below table 1 and water were added within 30 seconds. The amount of copolymer added was 1 w% relative to cement in all cases, where the 1w% relates to the dry matter of the aqueous polymer solutions, i.e. to the actual amount of the respective copolymer added.
• Mortar compositions C1 - C2 are comparative and not according to the present invention, while mortar compositions E1 - E4 are according to the present invention.
• Copolymers tested had different ratios of monomeric units A, B, and C (varying molar ratios a : b : c). However, the charge density of copolymers tested was 1.3 in all cases. Charge density of copolymers is calculated from the respective molar ratios a : b : c as well as molecular weights as mol COOH-groups per g of polymer.
• Slump flow (abbreviated S.F. in table 1) of the respective cement pastes was measured according to EN 12350-5 after the times indicated in table 1.
• the cement pastes were re-mixed for 30 seconds prior to measurements.
• Compressive strength (abbreviated C.S. in table 1) was measured according to EN 12190 on 4x4x16cm prisms after the time indicated in the below table 1.
• Setting time was deduced from the cumulative heat flow curves determined by integration of heat flow curves measured in an isothermal process as described in standard ASTM C1702-17 using an instrument i-CAL 8000 from Calmetrix.
• the setting time is the time when the cumulative heat flow curve reaches a plateau.
• Table 1 shows the results. Table 1: Test results Example C1 C2 E1 E2 E3 E4 Copolymer CP-1 CP-2 P-4 P-1 P-2 P-3 S.F. @ 0 min [mm] 208 187 216 238 207 216 S.F. @ 30 min [mm] 205 212 231 241 217 213 S.F. @ 60 min [mm] 195 197 224 229 204 205 ⁇ S.F.* -6% +5% +4% -4% -1% -5% Setting time [h] 10.5 n.m. 7.6 8.8 8.8 8.2 C.S.
• slump flow over time calculated as follows: [("slump flow 0 min” - "slump flow 60 min") / "slump flow 0 min")] * -100 negative values are loss of slump flow over time positive values are increase in slump flow overtime

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Citations (4)

• 2022
  • 2022-07-12 EP EP22184464.0A patent/EP4306495A1/de active Pending
• 2023
  • 2023-06-08 WO PCT/EP2023/065376 patent/WO2024012776A1/en unknown

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